Real time management system for slickline/wireline

ABSTRACT

A real-time line management system and associated methods. A line management system for use in conjunction with an operation in a subterranean well includes a line installed in the well during the operation, and a computing device which indicates a used life of the line during the operation. A method of managing a line used in an operation in a subterranean well includes the steps of: installing the line in the well during the operation; and determining a used life of the line while the line is installed in the well. A method of managing a line used in multiple operations in one or more subterranean wells includes the steps of: estimating conditions which will be experienced by the line during a future operation; and predicting before the future operation what a used life of the line will be after the line is used in the future operation.

BACKGROUND

The present invention relates generally to equipment utilized andoperations performed in conjunction with subterranean wells and, in anembodiment described herein, more particularly provides a real-timemanagement system for slickline, wireline and other types of lines usedin wells.

It is well known that the useful life of a line, such as a slickline orwireline, is shortened each time the line is used in a well operation.For example, the line is subjected to bending stresses each time theline passes over a sheave or pulley when it is installed in a well.Eventually, the line will be sufficiently fatigued and will fail ifremedial actions are not undertaken prior to the failure.

Of course, different sections of the line are subjected to differentstresses and different frequencies of stresses during an operation,making it very difficult to keep track of which section of the line hasbeen fatigued and to what degree. This difficulty is compounded when theline is used in multiple operations over time.

In the past, reliance has been placed on an operator's experience todetermine when a portion of the line should be discarded, a line shouldbe reversed, or the line should be replaced to prevent failure of theline. To assist in this determination, operators kept manual logs of thedetails of an operation. For example, an operator might record in a logthe details of jarring with the line at 3,000 feet, so that in thefuture the same or a different operator would know that the line hadbeen fatigued to some degree at that section of the line.

In the more recent past, databases including spreadsheets have been usedto more accurately accumulate the details of operations performed usinga line. Using the accumulated information, a used life of the line canbe determined after each operation. Unfortunately, manual entry of thedetails of each operation still has to be made. This method allowserrors to be made in data entry, relies on operators to remember to makethe data entry after each operation, and allows specific details of eachoperation to be omitted. For example, an operator might remember torecord the details of hour after hour spent jarring at a certain depth(perhaps because this stands out as being especially important andmemorable), but forget to record the details of a routine plug settingor sleeve shifting using the line.

Therefore, it may be seen that improvements are needed in the art ofline management. It is among the objects of the present invention toprovide such improvements.

SUMMARY

In carrying out the principles of the present invention, a linemanagement system and associated methods are provided which solve atleast one problem in the art. One example is described below in whichdata regarding conditions experienced by a line are recorded inreal-time using sensors to detect the conditions, and this data is usedto provide a real-time determination of a used life of the line. Anotherexample is described below in which future operations are planned in amanner which minimizes the used life of a line.

In one aspect of the invention, a line management system for use inconjunction with an operation in a subterranean well includes a lineinstalled in the well during the operation, and a computing device whichindicates a used life of the line during the operation. In this manner,an operator can be alerted during the operation when a predictedremaining useful life of the line decreases to an unacceptable level, sothat failure of the line can be avoided.

In another aspect of the invention, a method of managing a line used inan operation in a subterranean well includes the steps of: installingthe line in the well during the operation; and determining a used lifeof the line while the line is installed in the well. Preferably, sensorsare used to monitor conditions experienced by the line while it isinstalled in the well, and outputs of the sensors are used indetermining the used life of the line in real-time.

In yet another aspect of the invention, a method of managing a line usedin multiple operations in one or more subterranean wells includes thesteps of: estimating conditions which will be experienced by the lineduring the future operation; and predicting before the future operationwhat a used life of the line will be after the line is used in thefuture operation. Where multiple future operations are to be performed,a sequence of the future operations can be selected to minimize the usedlife of the line after the operations. In addition, discarding ofportions of the line and/or reversal of the line can be planned tominimize the used life of the line after the operations.

These and other features, advantages, benefits and objects of thepresent invention will become apparent to one of ordinary skill in theart upon careful consideration of the detailed description ofrepresentative embodiments of the invention hereinbelow and theaccompanying drawings, in which similar elements are indicated in thevarious figures using the same reference numbers.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a schematic view of a line management system embodyingprinciples of the present invention;

FIG. 2 is a schematic view of the line management system, showing a linefailure to be avoided by the system;

FIG. 3 is a real-time display provided by the line management system,showing a used life of the line along a length of the line;

FIG. 4 is a real-time display provided by the line management system,showing a circumstance in which an alert may be given by the system;

FIG. 5 is a display provided by the line management system, showing apredicted used life of the line if projected future conditions areapplied to the line during an operation;

FIG. 6 is a display provided by the line management system, showing animproved predicted used life of the line if a certain length of the lineis discarded and projected future conditions are applied to the lineduring an operation;

FIG. 7 is a schematic view of data flow and accumulation in the linemanagement system;

FIG. 8 is a flowchart of steps in a line management method wherein theused life of the line is determined; and

FIG. 9 is a flowchart of steps in the line management method wherein apredicted used life of the line after future operations is minimized.

DETAILED DESCRIPTION

It is to be understood that the various embodiments of the presentinvention described herein may be utilized in various orientations, suchas inclined, inverted, horizontal, vertical, etc., and in variousconfigurations, without departing from the principles of the presentinvention. The embodiments are described merely as examples of usefulapplications of the principles of the invention, which is not limited toany specific details of these embodiments.

In the following description of the representative embodiments of theinvention, directional terms, such as “above”, “below”, “upper”,“lower”, etc., are used for convenience in referring to the accompanyingdrawings. In general, “above”, “upper”, “upward” and similar terms referto a direction toward the earth's surface along a wellbore, and “below”,“lower”, “downward” and similar terms refer to a direction away from theearth's surface along the wellbore.

Representatively illustrated in FIG. 1 is a line management system 10which embodies principles of the present invention. In the system 10, aline 12 (such as a slickline, wireline or other type of line) isinstalled in a wellbore 14 of a well in order to perform an operation inthe well. The operation could be any type of operation which can beperformed for the well. For example, the operation could include one ormore of logging, jarring, shifting a sleeve valve, adjusting downholeequipment such as a choke, installing or replacing a chemical injectionvalve, setting or retrieving a plug, and/or any other operation orcombination of operations, including tripping the line 12 in and out ofthe wellbore 14.

One or more well tools 16 are attached at a terminal end of the line 12.The well tools 16 could be any type or combination of well tools, suchas jars, weights, shifting tools, logging tools, running tools, valves,plugs, chokes, locks, etc.

The line 12 is spooled on a reel 18, which may be included as part of aportable unit transported to the well so that specific operations can beperformed at the well. Alternatively, the reel 18 and other componentscan be permanently mounted at the well.

Between the reel 18 and the wellbore 14, the line 12 passes over two ormore pulleys or sheaves 20, 22. The line 12 also traverses a measurementdevice 24 which includes a counter wheel 26 and a rotationaldisplacement sensor 28. The sensor 28 is capable of providing an outputindicative of a direction, cumulative total and speed of thedisplacement of the line 12.

Another sensor 30 is connected to the lower sheave 22. The sensor 30 iscapable of providing an output indicative of a load applied to the line12. For example, when the tools 16 are suspended from the line 12 in thewellbore 14, a tensile load is applied to the line due to the weight ofthe tools, and the sensor 30 will detect this load as an outward biasingforce applied to the lower sheave 22.

It will be appreciated by those skilled in the art that the tensile loadapplied to the line 12 due to the weight of the tools 16 results intensile stress in the line. Stress in the line 12 can also be caused byother circumstances, for example, jarring, shifting a sleeve, etc.

Of particular concern are bending stresses produced in the line 12 whenit passes over the sheaves 20, 22 and the counter wheel 26. Prolongedrepetition of these bending stresses in a certain section of the line 12(as might occur, for example, in jarring operations) can fatigue theline to the point of failure.

Of course, other conditions and combinations of conditions can causefailure of the line 12, as well. For example, the line 12 could beexposed to chemicals in the well (e.g., hydrogen sulfide) which make theline more susceptible to fatigue failure, etc.

In FIG. 2, the system 10 is depicted after failure of the line 12. Thisoccurrence of failure is to be avoided in the system 10 by providing areal-time (i.e., as the line 12 is being used in an operation)evaluation of the used life of the line. Using this information, anoperator can intelligently decide when and if remedial measures (such asreplacing the line 12, reversing the line, discarding a portion of theline, etc.) should be taken to prevent failure of the line.

Based on laboratory tests and field data, it is possible to predict howthe life of a line is affected by conditions such as bending stresses,tensile stresses, fatigue, etc. Techniques such as regression analysisor virtual intelligence systems (e.g., genetic algorithms, neuralnetworks, fuzzy logic, etc.) can be used to effectively model thereduction in useful life (or increase in used life) of a line due toconditions experienced by the line.

In the system 10, a variety of data is collected for each incrementalsection of the line 12 during each operation using the line. This datais accumulated substantially continuously as the line 12 is used in anoperation, so that a real-time evaluation of the used life of the linecan be provided as the line is being used. In evaluating the used lifeof the line 12, the accumulated data is input to a mathematical model ofthe response of the line to the conditions experienced by the line.

In one embodiment of the model, the data includes for each section ofthe line 12 an identification of the particular operation or job number,an identification of the particular section of the line, anexperimentally derived fatigue rating for the particular line type, anexperimentally derived fatigue adjustment factor, a minimum sheave size(based on the smallest of the sheaves 20, 22 and the counter wheel 26),maximum load applied to the line, line diameter, overall length of theline when new, section length, length from reel end of line to counterwheel, an experimentally derived depth compensation, average jarringstroke, number of runs, average jarring time per run, average number ofjars per minute, location of any line defect, a length of line sectionto derate due to defect, and an experimentally derived ratio by which toderate the line section due to the defect.

The experimentally derived factors can be obtained by a person ofordinary skill in the art without undue experimentation. The differentline diameters, materials, treatments, sheave diameters, etc. availablemake it necessary to perform such experimentation in order to tailor themathematical model to the particular circumstances presented. However,once the experimentally derived factors are obtained and themathematical model is produced, the used life of the line 12 can bereadily determined based on the accumulated data.

In the system 10, the outputs of the sensors 28, 30 are input to ameasurement system 32. The measurement system 32 evaluates the outputsof the sensors 28, 30 so that, for example, the biasing force detectedby the sensor 30 is related to load applied to the line 12, rotationaldisplacement detected by the sensor 28 is related to direction, speedand total displacement of the line 12, etc.

An output of the measurement system 32 is input to a computing device 34for evaluation of the used life of the line 12 as described above and infurther detail below. The output of the measurement system 32 may alsobe displayed locally to an operator and/or remotely to other observers,such as via satellite, the Internet, etc.

An optional sensor 31 (such as an eddy current sensor) could be added tothe system 10. This sensor 31 could measure the diameter of the line 12or could detect defects like small cracks or changes in the physicalproperties of the line. The data from this sensor 31 could be connecteddirectly to the computing device 34. The data from sensor 31 could becombined with the data from the measurement system 32 to evaluate theused life of the line 12. It will be appreciated that the data fromsensor 31 could be used in the evaluation of the used life of the line12 by running the line separately through sensor 31 before a job isexecuted. Also, additional test results could be considered to evaluatethe life of line 12, such as visual inspection, line bend test, lineknot test, coil test, API 9A torsion (twist) test, and other similartests.

Although the measurement system 32 is depicted in FIGS. 1 & 2 as beingseparate from the computing device 34, it will be appreciated that theseelements could be combined, or the functions provided by these elementscould be further separated into additional elements. For example, thecomputing device 34 could in practice have separate data storage, dataprocessing and display elements, any of which could be remotely locatedrelative to any of the other elements. Thus, it is not necessary inkeeping with the principles of the invention for the computing device 34or any portion thereof to be positioned in a single location, or toperform only the functions described herein.

Preferably, the evaluation of the used life of the line 12 is providedby the computing device 34 to the local operator and/or remote observersas a graphic display of the used life of each section of the line. Anexample of such a graphic display 36 is illustrated in FIG. 3. Thevertical axis in this display 36 represents percentage of used life, andthe horizontal axis represents length along the line 12 in feet, withthe end of the line attached to the core of the reel 18 being at 0 feetand a terminal end of the line connected to the well tools 16 being at25,000 feet.

Note that 25,000 feet is only an example of a length of the line 12which can be used in the system 10. The used life of the line 12 isbased in part on any accumulated data from previous jobs performed withthe same line. The accumulated data contains the usage history of theline 12, results from tests performed on the line and the initialcondition of the line to be used for future jobs.

Of course, a wide variety of formats exist for presenting the evaluationof used life of the line 12 to an operator or other observer, and thedisplay 36 is merely one example of a useful format. Any other type offormat or display, whether graphic, textual or any other form orcombination of forms, may be used in keeping with the principles of theinvention.

Note that at 8,000 feet the display 36 indicates that approximately 25%of the life of the line 12 has been used. Conversely, this also meansthat at this section of the line 12, approximately 75% of the life ofthe line remains. Ordinarily, this would be of no concern.

However, at a section of the line 12 between 15,000 and 16,000 feet thedisplay 36 indicates that approximately 88% of the life of the line 12has been used. This is very valuable information to an operator who maybe planning to perform an operation, such as jarring, in whichsubstantial stresses will be applied to this same section of the line12.

In FIG. 4, another display 38 is illustrated. This display 38 shows thechange in the used life of the line 12 due to, for example, a jarringoperation in which substantial stresses were subsequently applied to asection of the line at approximately 15,600 feet (indicated by the oval40).

At this point in the operation, approximately 90% of the life of theline 12 at this section has been used. Preferably, the computing device34 provides an alert (such as a visual or audible alarm, warning, etc.)to the operator and/or other observer when a predetermined used lifelimit for the line 12 has been reached.

In this case, the used life limit for the line 12 could be set at 90%.During the operation, when the 90% of the life of the line 12 at thesection at 15,600 feet is reached, the operator and/or other observer isprovided with an alert, so that the operator will know to cease theoperation and take remedial measures to prevent failure of the line.

In this manner, failure of the line 12 can be prevented in real-time,during an operation, and without having to rely on error-prone entry ofdata after the fact. Instead, the data used to evaluate the used life ofeach section of the line 12 is entered automatically as the operationprogresses, for example, using the outputs of the sensors 28, 30 whichare input to the computing device 34 via the measurement system 32, andthe operator is provided with a real-time display of the used life ofeach section of the line.

The system 10 can also be used to help determine what remedial measuresshould be taken to avoid failure of the line 12. In this case, theoperator can input to the computing device 34 an estimate of theconditions which will be experienced by the line 12 if the operationcontinues, but with, for example, 100 feet of the terminal end of theline discarded (e.g., removed by cutting the line).

A resulting display 42 is representatively illustrated in FIG. 5. Thecomputing device 34 (using the estimated conditions input by theoperator, the accumulated data from prior operations and the currentoperation, and the model described above) in response provides thedisplay 42 which indicates that at approximately 15,700 feet the usedlife of the line will be over 130% (indicated within the oval 44). Thisindicates to the operator that failure of the line 12 is likely if theoperation is continued after discarding 100 feet of the line.

The operator can then evaluate alternative remedial measures, such asdiscarding a total of 200 feet of the line 12 prior to continuing theoperation. A resulting display 46 is representatively illustrated inFIG. 6. This display 46 indicates that at approximately 15,800 feet theused life of the line will be slightly more than 90% (indicated withinthe oval 48).

Based on this prediction, the operator may decide to choose the optionof discarding 200 feet of the line 12 prior to continuing the operation.It could also be possible that additional iterations to discardadditional line may be required, and as a result the operator maydiscard, for example, 300 or more feet of line. Another option could beto reverse the line if an excessive length of the line should beremoved. If during the remainder of the operation the used life of theline 12 should reach 90% or more, the operator will be provided with analert, so further remedial measures can be considered at that point.

Of course, it is not necessary that such predictions be made only duringan interrupted operation. For example, based on the accumulated datafrom past operations and estimates of conditions to be applied to theline 12 in respective future operations, the future operations can beplanned beforehand to minimize what the used life of the line will beafter the future operations are performed.

In one example, a sequence in which the future operations are performedcan be determined so that the predicted used life of the line 12 isminimized. For example, if the future operations are denominated A, Band C, it may be advantageous to perform the C operation prior to the Aoperation, and then perform the B operation after the A operation,because this sequence more evenly distributes stresses along the lengthof the line 12.

In another example, a determination can be made as to what point in thefuture operations the line 12 should be reversed so that the predictedused life of the line is minimized. Reversing the line 12 (spooling theline on another reel so that the former terminal distal end is nowattached to the core of the reel) is a remedial measure which can beused to change the section of the line 12 to which stresses will beapplied in a future operation. Thus, for example, it might be determinedthat the used life of the line 12 could be minimized by reversing theline between the B and A future operations.

In yet another example, a determination can be made as to what point inthe future operations lengths of the line 12 should be discarded so thatthe predicted used life of the line is minimized. As discussed above,discarding an appropriate length of the line 12 can be an effectiveremedial measure to reduce a predicted used life of the line in a futureoperation. Thus, for example, it might be determined that a certainlength of the line 12 should be discarded between each of the successivefuture operations, or between particular future operations, in order tominimize the predicted used life of the line. Note that the effect ofany combination of proposed remedial measures on the predicted used lifeof the line 12 can be determined using the principles of the invention.In this manner, the future operations can be accurately planned withremedial measures determined in advance, so that the used life of theline 12 after the future operations is minimized. Furthermore, after thefuture operations have commenced and additional data has beenaccumulated, the plan can be readily re-evaluated to determine whetherany adjustments should be made to the plan.

Referring additionally now to FIG. 7, a flowchart is depicted whichschematically illustrates the manner in which data is acquired, stored,accumulated, utilized and displayed in one example of the system 10. Theflowchart illustrates several alternate data flowpaths, and it should beunderstood that it is not necessary for all or any particularcombination of these flowpaths to be used in keeping with the principlesof the invention.

In the simplified example depicted in FIG. 7, there are several sourcesof the data used in the system 10. The sensors 28, 30 provide theiroutputs to the measurement system 32 as described above. Based on thesesensor inputs, the measurement system 32 determines the load applied tothe line 12, the position, speed and direction of the line, etc. Othersensors and other types of sensors can be used as data sources inkeeping with the principles of the invention. Also, additional sensorscould be connected to related applications, such as the optional sensor31 connected to application 54 described below.

Another source of the data used in the system 10 is a data input device50 which enables an operator to input data such as parametersdescriptive of the operation (e.g., operation name, type, sheavediameters, other conditions in the operation, etc.) and parametersdescriptive of the line 12 (e.g., the line type, diameter, any defectsand their locations, fatigue rating, length, other characteristics ofthe line, etc.). Other data and other types of data can be input by anoperator in keeping with the principles of the invention.

The input device 50 can be any type or combination of input devices, forexample, a keyboard, touch screen, mouse, graphic user interface, etc.In addition, it is not necessary for an operator to originate the data,since it could have been previously stored using a data storage device(such as a memory chip, disk drive, etc.), in which case the inputdevice 50 could be a data reader, computer port, or any other type ofdevice which can access the stored data.

The data from the measurement system 32 and the data from the inputdevice 50 are input to applications 52, 54 running on the computingdevice 34. The application 52 is used for monitoring and controllingcertain aspects of an operation, such as direction and speed of the line12, pull on the line, etc. Application 54 running on the computingdevice 34 is used for determining and predicting in real-time the usedlife of the line 12 as described above. The data from the measurementsystem 32 and the data from the input device 50 are also input to theapplication 54, as well as any relevant data generated by theapplication 52. Preferably, the applications 52, 54 each have access tothe data from the measurement system 32 and input device 50 via, forexample, a serial bus or shared memory.

The application 52 generates a data file 56 used in the computing device34 for, among other things, displaying to the operator and/or remoteobserver current conditions during an operation, such as load on theline, speed and direction of the line, etc. This data generated by theapplication 52 can also be output from the computing device 34 asanother data file 58 for remote storage, later use, etc.

Note that the data from the measurement system 32 may also be directlyoutput as a data file 60. This data file 60 could, for example, bestored on a memory card or other data storage device of the measurementsystem 32. The stored data file 60 could later be incorporated into thedata file 58 via data conversion, etc.

As described above, the application 54 determines the used life of theline 12. The application 54 also generates a data file 62 which includesthe data accumulated from past operations and the current operation, anddata indicating the used life of the line 12.

This data file 62 is very significant because it contains informationdetailing the history of the line 12 and its current state, includingthe used life of each section of the line. By accessing this data file62, a user of the line 12 can be provided with all of the informationneeded to obtain an accurate appreciation of the current condition ofthe line based on its actual operational history, as well as to predictits performance in future operations or in continuation of a currentoperation.

Preferably, the data file 62 output from the computing device 34 isstored in another central database 64 which could, for example, includethe data files for multiple different lines. The data file for aparticular line can be accessed, for example, prior to putting the linein service for an operation or series of operations. In that case, thedata file for a particular line can be retrieved from the database 64and input to the application 54 in the computing device 34 prior toperforming an operation using the line.

Another method of generating the data file 62 could be to convert thedata file 58 using a data converter 66. Of course, many other methods ofgenerating the data file 62 and otherwise handling data flow in thesystem 10 could be used in keeping with the principles of the invention.For example, the applications 52, 54 could be incorporated into a singleapplication; the applications 52, 54 could cooperate to generate thedata file 62, etc.

Referring additionally now to FIG. 8, a flowchart of steps in a method70 of determining the used life of a line is representativelyillustrated. The method 70 is preferably utilized as part of theapplication 54 in the system 10, but it should be understood that othermethods could be used in the system 10, and the method 70 could be usedin other systems, in keeping with the principles of the invention.

Step 72 is a start of the method 70 and includes normal initializationprocedures, etc.

Step 74 includes loading any prior data file 62 from the database 64 forthe line 12. As described above, the data file 62 includes dataindicating conditions experienced by the line 12 in prior operations,characteristics of the line, etc., so that the history of use of theline and its current state can be readily and accurately known. Ifadditional test data related to the condition of the line is available,it should be entered in step 74. An example of individual test data arethe results of visual inspection, line bend test, line knot test, coiltest, API 9A torsion (twist) test, eddy current test, etc. If additionalconditions of the line changed, these should be entered in step 74.Examples of line changes include cutting a specific length of line,reversing the line, etc.

Step 76 includes acquiring data from the measurement system 32, from theoptional sensor 31 and from the input device 50. This data can includeinformation such as loads applied to the line 12, speed, direction andposition of the line, and information relating to the characteristics ofthe operation and the particular configuration in which the line is usedin the operation. As depicted in FIG. 7, the data from measurementsystem 32 could be acquired through application 52, or the data could beacquired directly from the measurement system to the data file 60.

In step 78, if the data input in step 76 includes configuration data,the data is verified and the current configuration data is updated withthe new configuration data. This verification and updating is performedin step 80, and continuing later to step 86, where a determination ismade as to whether the operation is yet completed. If the operation isnot yet completed, then the method 70 returns to step 76 for furtheracquisition of data.

If the data input in step 76 includes information relating to conditionsexperienced by the line 12, such as loads applied to the line, speed,position and direction of the line, etc., this data is decoded in step82. For example, the decoding step 82 may include placing the data in aform which may be more conveniently used in the remainder of the method70. In step 84, a determination is made as to whether the line 12 iscurrently moving. If not, then in step 86, as described above, adetermination is made as to whether the operation is completed.

If the line 12 is moving, then in step 88 stored data for the operation,such as maximum depth, tension on the line and speed, etc. are updated.

In step 90 a determination is made as to whether the line 12 hasreversed direction and is currently displacing into the wellbore 14,i.e., being spooled from the reel 18. If so, then it is considered thata new run has been initiated, and the characteristics of this new run(such as initial and maximum depth of the run, maximum tension in theline and maximum speed of the line in the run, etc.) arerecorded/updated in step 92.

If a new run has not been initiated, then the method 70 proceeds to step86 in which, as described above, a determination is made as to whetherthe operation is completed. Note that an operation can include anynumber of runs of the line 12. In particular, if the operation includesrepeated jarring, then the operation can include a large number of runs.Data is recorded/updated for each new run in step 92.

In step 94 a determination is made as to whether the current run is partof the same or a different operation. If the run is part of the sameoperation, the operation data file is updated in step 96. If the run ispart of a new operation, the data for the run is used to create the newoperation data file in step 98.

In step 100 a determination of the used life of each section of the line12 is made. This determination is based on the current operation data,as well as the accumulated data from any previous operations (e.g., asstored in the data file 62) using the mathematical model describedabove. The data file 62 is updated with the current operation data andcurrent determination of used life of the line 12.

In step 102 a display of the used life of the line 12 (such as thedisplays illustrated in FIGS. 3-6) is updated with the currentdetermination from step 100. In addition, any alerts resulting from apredetermined used life limit for the line 12 having been reached may bedisplayed or otherwise provided to the operator and/or any remoteobserver.

Once the display has been updated the method 70 proceeds to step 86 fora determination whether the operation is completed. If at any time inthe method 70 the determination is affirmative that the operation iscompleted, the method proceeds to step 104 which includes creating a newdata file 62 (which is the previous data file as updated in step 100),and updating the database 64 with the new data file.

Step 106 is an end of the method 70.

Referring additionally now to FIG. 9, a flowchart representativelyillustrating steps in another method 110 is provided. This method 110 isan example of how future operations using the line 12 can be plannedbefore the future operations to minimize the used life of the line afterthe future operations. As with the method 70 described above, thismethod 110 is preferably performed in the system 10, but it should beunderstood that the method could be performed using other systems, forexample at a centralized planning location, and the system 10 does notnecessarily use the method, in keeping with the principles of theinvention.

Step 112 is a start of the method 110 and includes normal initializationprocedures, etc.

Step 114 includes inputting a schedule of future operations, theschedule including an order in which the operations are to be performed.This schedule also includes estimated conditions to be experienced bythe line 12 in each of the future operations.

In some circumstances, the order in which the future operations are tobe performed cannot be changed due, for example, to external timeconstraints, etc. However, where it is possible to perform the futureoperations in various orders, the method 110 could be used for eachpossible order of the future operations, and the best result predictedby the method (e.g., the order resulting in the least used life of theline 12 after the future operations) could then be used to select thepreferred order in which to perform the future operations.

Step 116 includes setting a length of the line 12 to be discardedbetween successive future operations at an initial value of zero. It ispreferred that the future operations be planned so that discardinglengths of the line 12 can be avoided, and so this step results in aninitial assumption that no line is to be discarded. This assumption canbe changed further in the method 110, as described below.

Step 118 includes loading the data file 62 for the line 12 to be used inthe future operations. A display of the current used life of the line 12may be provided, with any alerts in the event that a predetermined usedlife limit for the line has already been reached. This provides anopportunity to evaluate the current status of the line 12 prior to thefuture operations being planned.

In step 120 a determination is made as to whether the data file 62 iscorrect. If not, or if a decision is made to use a different line, thenthe correct or different data file is loaded in step 118.

Once the correct data file 62 is loaded, the used life of the line 12 isdetermined after the future operations in step 122. Based on theexisting data file 62 and the estimated conditions to be experienced bythe line 12 in the future operations, and using the mathematical modelas described above, the used life of each section of the line 12 ispredicted. The display of used life of the line 12 is updated and anyalerts are provided if the predicted used life of the line reaches thepredetermined limit.

In step 124 a determination is made as to whether the predicted usedlife of the line 12 did indeed reach the predetermined limit. If not,then in step 126 the schedule of future operations input in step 114 isindicated as being acceptable. If the predicted used life of the line 12did reach the predetermined limit in step 122, then in step 128 thelength of line to be discarded between successive future operations isincrementally increased.

In step 130 a determination is made as to whether the line 12 would havea sufficient length to perform the future operations with the increasedlength of line to be discarded as set in step 128. If not, then in step132 a determination is made whether to reverse the line 12 instead ofincrementally increasing the length of line to be discarded.

Reversing the line 12 is substantially more time-consuming and requiresadditional equipment as compared to discarding a length of the linebetween future operations. Thus, the method 110 attempts to preventreaching a used life limit of the line by planning for discarding alength of the line between future operations rather than planning forreversing the line, and only planning for reversing the line ifdiscarding a length of line between future operations is anunsatisfactory solution.

If in step 130 it is determined that the line 12 would have a sufficientlength to perform the future operations with the increased length ofline to be discarded as set in step 128, then the method 110 returns tostep 122 for an updated prediction of the used life of the line 12 afterthe future operations.

If in step 132 it is determined that the line 12 is not to be reversed,then in step 136 it is indicated that the line should be replaced. If instep 132 it is determined that the line 12 is to be reversed, then instep 134 the line data is updated to indicate the reversed line, thelength of the line to be discarded between successive future operationsis again set to zero, and the method 110 returns to step 122 for anupdated prediction of the used life of the reversed line 12 after thefuture operations.

If in the method 110 performed for a particular line the line is notreplaced, then eventually in step 124 it will be determined that thepredicted used life of the line will not reach the predetermined limit,and in step 126 the schedule of future operations input in step 114 willbe indicated as acceptable (with any lengths of the line to be discardedand any reversals of the line). A display and/or printout may beprovided showing the acceptable order of the future operations, thelength of line to be discarded between successive future operations, andwhether the line should be reversed.

Step 138 is an end of the method 110.

In the above description of examples of the invention, the used life ofthe line 12 (including the used life of each section of the line) isdetermined using various methods and systems. Note that thedetermination of the used life of the line 12 is considered to beanalogous to determination of the remaining useful life of the line,since the two are complementary (i.e., as the used life increases theremaining useful life decreases).

Thus, it is not necessary in keeping with the principles of theinvention for a line management system to specifically display a usedlife of the line 12. For example, by providing an indication of theremaining useful life of the line, an indication of the used life of theline is also indicated.

Used life of the line and remaining useful life of the line can beindicated in a variety of ways. In FIGS. 3-6, used life is indicated asa percentage of the total life of the line which has been used, but itshould be understood that any manner of indicating used life orremaining useful life can be provided in keeping with the principles ofthe invention.

Of course, a person skilled in the art would, upon a carefulconsideration of the above description of representative embodiments ofthe invention, readily appreciate that many modifications, additions,substitutions, deletions, and other changes may be made to thesespecific embodiments, and such changes are within the scope of theprinciples of the present invention. Accordingly, the foregoing detaileddescription is to be clearly understood as being given by way ofillustration and example only, the spirit and scope of the presentinvention being limited solely by the appended claims and theirequivalents.

1. A line management system for use in conjunction with an operation ina subterranean well, the system comprising: a line installed in the wellduring the operation; and a computing device which, during theoperation, indicates a used life of the line, wherein the line includesmultiple sections, and wherein the computing device indicates the usedlife of each of the multiple sections.
 2. The system of claim 1, whereinthe computing device provides an alert when a predetermined used lifelimit for the line has been reached.
 3. The system of claim 1, whereinthe computing device periodically updates an indication of the used lifeof the line during the operation.
 4. The system of claim 1, wherein thecomputing device determines the used life of the line in response toconditions experienced by the line during the operation.
 5. The systemof claim 4, wherein the conditions include stresses applied to the lineduring the operation.
 6. The system of claim 4, further comprising atleast one sensor which senses at least one of the conditions experiencedby the line, an output of the sensor during the operation being used bythe computing device to determine the used life of the line.
 7. A methodof managing a line used in an operation in a subterranean well, themethod comprising the steps of: installing the line in the well duringthe operation; and determining, while the line is installed in the well,a used life of the line, wherein the determining step further comprisesdetermining the used life of each of multiple sections of the line. 8.The method of claim 7, wherein the determining step includes calculatingthe used life of the line at least in part due to conditions experiencedby the line while the line is installed in the well.
 9. The method ofclaim 7, further comprising the step of displaying during the operationthe used life of the line while the line is being used in the operation.10. The method of claim 7, further comprising the step of providing analert when a predetermined used life limit of the line has been reachedduring the operation.
 11. The method of claim 7, further comprising thestep of using at least one sensor to sense conditions experienced by theline during the operation; and wherein the determining step includesusing an output of the sensor in determining the used life of the lineduring the operation.
 12. The method of claim 7, further comprising thestep of substantially continuously accumulating data indicatingconditions experienced by the line during the operation, and wherein thedetermining step includes determining the used life of the line based atleast in part on the accumulated data during the operation.